Erratum for “Performance-Based Seismic Design of Controlled Rocking Steel Braced Frames. II: Design of Capacity-Protected Elements” by Lydell Wiebe and Constantin Christopoulos
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VIEW THE REPLYPublication: Journal of Structural Engineering
Volume 141, Issue 9
The subsequent correction should be made to the original paper. In Table 1, the equation related to the first mode of the overturning moment should be changed to the following:
(1)
Description | Equation |
---|---|
Story shear | |
First mode | |
Second mode | |
Third mode | |
Overturning moment | |
First mode | |
Second mode | |
Third mode |
The final term should be raised to the power of 3, not 2. The revised Table 1 is as presented next.
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© 2015 American Society of Civil Engineers.
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Received: Nov 21, 2014
Accepted: Dec 2, 2014
Published online: Jan 6, 2015
Discussion open until: Jun 6, 2015
Published in print: Sep 1, 2015
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